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HomeMy WebLinkAboutFOUNDATION & COLUMNS PLANMONOLITHIC FOOTING SCHEDULE REINFORCEMENT DIAMETER AND COUNT = SHORT WAY LONG WAY CODE 0 3 o ADDITIONAL REQUIREMENTS MF-20 20" 16" # 4's @ 36" O/C BOTTOM 2 # 5's BOTTOM PAD FOOTING SCHEDULE CODE r o O by NU REINFORCEMENT DIAMETER AND COUNT ADDITIONAL REQUIREMENTS SHORT WAY LONG WAY P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM - P35 T 5' 12' 12' (6) # 5's BOTTOM (4) # 5's BOTTOM - P36 3' 6 12" 12' (7) # 5's BOTTOM (4) # 5's BOTTOM - CONCRETE & CMU COLUMN SCHEDULE 8"x8" REINFORCED MASONRY COL. M5 ® IA'/ (1) # 5 REINF. BAR (30" LAPS) SEE FNDN & FRMNG PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"x12" REINF. MASONRY FILLED CELL M812 COL.w/ (2)#6 REINF. BAR (USE 16x12 UNITS) SEE PLAN FOR LOCATIONS & SPACING FILL W/ GROUT - SEE STRUCTURAL NOTES. 12"x12" REINFORCED MASONRY M1212 COL. wl 446S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. W/ #3 TIES @ 10" O/C 8N12" POURED CONC. COL. C812 w/ (4) #5's VERT. W/ #3 TIES @ 8" O/C 8"x14" POURED CONC. COL. C814 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C 8 xPOURED CONC. COL. C821 w/ (6) #5's VERT. W/ #3 TIES @ 8" O/C w/ #3 HOOKS @ 8" O/C POURED CONCRETE EQUIPMENT SLAB. SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS MID REINF. TEMPREINF GRAC= T.O.S SEE ARCH 1 #4 CONT. REINF. - -- 8" I-OUIPMENT PAD THICKENED EDGE S 1 % SCALE: 3/4" = 1' 41 3 r 1' I r 1 1' 1 -331 1'-0" 11'-2' 1'41' 3" _,I� 3 11' 5.55'5 I I' ❑Iasi S4 I I MF-20 — — J M1212 q rm� +33.22 - -. -41.45 0 3 _ i m� PAVERS ON SAND 10 1 9 1St i❑ FF _0,-4„ S1 p i m OUTDOO"Gm ❑ I ❑ I ❑ ENTERTAINMASTER I BEDROOMM812 C8 22 ❑29,_2,� ❑ e I ❑ 12'-10 El o --------i — — — — — 4 C814 +36.86 — — — — — I +32.2,i- — — _L — — S 1 Li I 42.74 35.44 — 3 3 I NO E: ALL FOOTINGS SHALL HAVE A MINIMUM I - m � 10 I S IL EMBEDMENT OF 18" AS REQUIRED BY SECTIONU- 10 I ❑ I S1 B'FAS 1 S1 I 9 3 OI THE SOILS REPORT DATED JANUARY 8,2014. I ° S1 I S1 ° mt 2-8^ 8" 6-10" 8" Z-8 ❑ I I ❑ 7 I — ❑ IMF-20 = L v❑ r-------------- -.. - ❑. I 34.57 _ -44.15 1. I BEDROOM #3 EQUIPMENT PAD: 6" CONCRETE SLAB. SEE ARCHITECTURALS FOR TOP ELEVATION. REINFORCE W/ # 4's @ 15" O/C EACH WAY MIDDLE. PROVIDE (1) # 4 CONTINUOUS ALONG THICKENED EDGE. SEE SOILS REPORT FOR COMPACTION SPECIFICATIONS. VERIFY ACTUAL DIMENSIONS WITH MANUFACTURER Fc=2,500 PSI r- 1 -I S1 I L-- GREAT s, °y I -. 4� , I ROOM �J 4" THICK CONC. SLAB \V/ (1) LAYER OF W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED j FROM THE TOP OF THE SLAB & W.I.C. KITCHEN SHALL BE SUPPORTE BY APPROVED MATERIALS OR SUPPORTS NOT TO EX EED 3'-0" O/C EACH WAY) OR I FIBERMESH ON 6 MIL POR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL I Fb=2,500 PSI 2 NC? #4 x 3'-0" LONG S1 I _ CRACK CONTROL '7iST��S I FOOTING REINFORCEMENT BATH'. @ MID OF SLAB (TYP.) 7 I I (ALL FIRST FLOOR CORNERS) S1 I Ifte-10" 7 I E --------------� S1 3'-s^ I 72'4' I ❑ Y FF +0'-0" 4" I Ellip m BATIK #3 I m 2 I ❑ Ir—S1----------- ----� ❑q I i I ❑❑ �, ❑ I I, , I CLOSET I CLOSETI N I I '� � .- I I ❑ II ❑ w I 2 I I I ❑- Ia s1 I a UTILITY FOY R ❑ a1 10 v S1 I S4 81 I I o ❑: ❑ 37.80 I 34.54 ILL ° ❑ I I a -41.00 -37.74 — C812 I �. El I ---- ------ ❑ I _] d `J a I -20 z I 3 4 v 1 v❑ I ° a I Cg12 I p r❑ ., z-to" JSJ❑ o❑ 2. ❑ I BEDRO Mel!ll I I I ° LDEN/ BEDROOM — 7 3 °1M1212 I1L-19 °°a10 I 3FF 0'-1,5' I_ a°I 4 a S1 I s COVERED I10I!2-tARAIM ° N S1 ❑ — 3— — — _ -39.47 — — — — — +44 34 15——° 4 N G RAGE r -- E TRY fl _ ,,.�---- __... �i ❑ I 1 I M o 1 ae 7 S1 L BATH #2 TqLOSET ❑ I 4" THICK CONC, SLAB / (1) LAYER OF 4 I I 1 I I< v ❑ I �N`I A X W1.4 6/0 W.W.NI. (TO BE LOCATED 4 �� I o � h s 1Ink I^ - ❑ I } FROM THE TOP OF T E SLAB & SHALL BE ��..I � 1' 5'-2^ 1' 5 SUPPORTED BY APPR VED MATERIALS OR I SUPPORTS NOT E CEED 3'-0" 0/C EACH-'6Y) M1212 �_— J V-2" L — ` S1 TO 3 I 10J OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER 10 I I S1 TERMITE TREATED WILL COMPACTED FILL S1 I ❑ 6 1 rn F/C=2, PSIS I ❑ N S1 ip I uTq M812 M81-7 I 3.08 o 3 3 4" THICK CONC. SLAB W/ (1) LAYER OF F-20 N ❑ .I ' ;'W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED ' kl l L--- 1 FROM THE TOP OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR — — — J SUPPORTS NOT TO EXCEED 3'-0" 0/C EACH WAY 3 OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL S1 F'c=2,500 PSI FOUNDATION AND COLUMN PLAN 1 n=1 J 0' 2' 4' 9' 4 2 4 S1 4 S1 5 S1 LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF -' FLOOR FINISHES =27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10:4.3.2 = 15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY =100 PSF No 724T 5/25/2018 W1.4X W1.4-6/6WWM OR FIBERMESH CONCRETE T.O.S SEE PLAN /� REVISIONS BY DATE FA ID ABUGATTAS, P.E. 00 STRUCTURAL ENGINEER RE" F.A. 05/25/18 #f° 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 P. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 Structural Engineering WWWPROJECTCLASSIC.COM PROJECT# FARID@PROJECTCLASSIC.COM 1275 z Q a WIA X W1.4 - 6/6 WWM ADD (1) #5 PER EVERY w OR FIBERMESH CONCRETE SLOPE PER PLAN 12" OF STEP IL w 0 GRADE p SEE SEE PLAN �� f 'n" LAPPED AND TAPED 6 MIL. V.B. OVER _ � I UNDISTURBED TERMITE 6 MIL. V.B. OVER—� I � I I Ti TREATED SOIL 1 #4 CONT. REINF. ( _1 , __ UNDISTURBED TERMITE 8" TREATED SOIL 6 XTERIOR SLAB THICKENED EDGE 8 2 THICKENED SLAB @ RECESS ,,S1 SCALE: 3/4" = 1' 51 SCALE: 3/4" = 1' I I SEE ARCH GAR. DOOR—1 PAVERS 2" RAIN RISER LU •- c ,.• a �l. N 20' 3 MONO FTG. @ GARAGE DOOR \,,S 1 SCALE: 3/4" = 1' NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS y 7 CONTROL SHALL CREATE PANELS AS SHOWN IN gUjl PLAN VIEW ST, LUCIE COUNCOMPL REVIEWED FOR ALTERNATIVE 1: REvtEWE0 BY SHRINKAGE (SAWCUT) JOINT DATE Wmsmpler 25% DEPTH OF SLAB PLASTIC S' �E 140 p(At NNO OR HARDBOARD PREFORMED WILL MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN FILE COP � � �� PLAN VIEW \/V. FILLED CELL REINFORCEMENT _ ALTERNATIVE 2: SEE PLAN FOR DIAMETER SPACING AND COLUMN SCHEDULE FOR DIAMETER .SHRINKAGE(PREFORMED)JOINT 1-112"BLOCIRECEESSREINF. CMU WALL W/ #9 LADDER TYPE _SHRINKAGE JOINT (E �._ , . -_p BLOCEVERY OTHER COURSE ���, ` 1, ),p�.FE #4FOOTINRBARS(ONLYIFREQlO't6D7 OF THE TWO SHOWN) BY FOOTING SCHEDULE)4"THICK CONC. SLAB W/ (1) LAYER OF S1 SCALE: 3/16" = 1' W1.4 X WIA - 6/6 WWM (OVERLAPPED @ PERIM OR FIBERMESH CONCRETE. U d. SEE PLA a p I 4"'I ilCI< CONC. SLAB W/ (1) LAYER OF W1.4 X W 1 A- 6/6 WWM (OVERLAPPED @ PERIM) GRADE — OR FIBERMESH CONCRETE. AO • • JY.. 6" LAPPED AND TAPED Uj 6 MIL. V.B. OVER J _ — UNDISTURBED TERMITE SEE PLA CONT. REI . ' T =1 - _ .._ I w TREATED SOIL w \ PER FOOTING SEE SCHED. _ _ `-_-- SCHEDULE y w w U MIL. V.B. OVER _ co C0 UNDISTURBED TERMITE •J, 4 EXTERIOR BEARING WALL IREATEDSOIL S 1 SCALE: 3/4" = 1' TRANSVERSE REINF. L SEE PLAN FOR SIZE CHED. AND SPACING FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER -�— CMU WALL W/ #9 LADDER TYPE RAISE CURB TO REINF. EVERY OTHER COURSE MATCH MAIN HOUSE FINISHED FLOOR. PROVIDE 1#5 CONT AS SHOWN. #4 TRANFER BARS (ONLY IF REQUIRED BY FOOTING SCHEDULE) z4" THICK CONC. SLAB W/ (1) LAYER OF z W1.4 X W1.4 - 616 WWM (OVERLAPPED @ Q OR FIBERMESH CONCRETE. t CI , �I GRADE . I — - • • _ LLARPED AND TAPED ? 6 MIL. V.B. OVER UNDISTURBED TERMITE CONT. REINF. w TREATED SOIL PCR FOOTING SEE SCHED. _ SCHEDULE y w LU fN 5 LOWER AREA CURB: S1 WATER BARRIER SCALE: 3/4" = 1' a w O w w o. � a V w PAVERS ON SRND CONT. REINF SEE PLAN FOR a1Z7 AND SPACING 9 '�STFP f n\A/N AT PYTPRInR f onp SCALE: 3/4" = 1' W1.4 X W1.4 - 6/6 WWM — OR FIBERMESH CONCRETE U -b» CG Ff 3 r L,. I I O r; C^TC3 U I � � l V : v •r-1 COLUMN, SEE FOUNDATION FL-MIU05 FIRM AAW3379 PLAN. a INDICATED OR REPRESENTED BY THIS DRAWING ARE Y SEE PLAN I—T 6" LAPPED AND TAPED J —_ _ l', 6 MIL. V.B. OVER UNDISTURBED TERMITE I TREATED SOIL I -- I. V-4" I I, • # • — V' CONT, REINF. �— --SEE H D — I _" PER FOOTING I. SCOEDULE 10 CLNTERED PAD FOOTING \S 1 SCALE: 314" = 1' S. SHOP DETAILS OF ADEQUATE SCALE MUST PP 'ITTED TO THIS OFFICE FOR ARDVAL PROCEEDING VITH FABRICATION ON ITEMS SO 2019, ALL RIGHTS RESERVED RANDALL ARCHITECTS P.A. r PLYWOOD SHEATHING PROVIDE 1/8" SPACING DIAGONALS FROM BRACED FACE GRAIN TO RUN AT PANEL EDGES ALL NAILS TO BE RING SHANK BOTTOM CHORD NAILED TO BAY AT 20'-0" INTERVALS 11111 I I I / // _ �SIONS BY BATE SUPPORTS PERPENDICULAR TO 2x4 DIAGONALS W/ 2 - Ed NAILS REPEAT AT BOTH ENDS #.._, ,,.��o® U FAR I D AB U GATTAS , P . E . EXPOSURES/32" s \` �CEN3�I: `°•.,��ii , PRE-ENG. WOOD TRUSSES - _ .,• No i 0 6 1 REV F.A. OS/25! =�1��1 STRUCTURAL ENGINEER @ 24° O/C (SEE ROOF PLAN) _ = ql 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 SEE FRAMING PLAN A P.E. NICENSE #7 24711, CA# g 0761) 665 - 5438 �'• �` — — — - FORSTRAP CALLOUT �® OF 1 CLASSIC C RIDP. ��� r Structural Engineering WWW.PROJECTCLASSIC.COM PROJECT# � �®I I I5/2�/2018 FARID@ PROJECTCLASSlc.com 2"x4" HORIZONTAL @PROJECTCLASSIC.COM 1275 BOTTOM CHORD OF BRACING - - Q TRUSSES (TYPICAL) LOCATED 10'-0" C/C MAX. \ ®,i LATERAL BRACING IF REQUIRED (SEE TYP. PLAN VIEW OF END RESTRAINT PROVIDE 2x Q+,i• WALL SECTION) 4 # 5': BLOCKING ® 2 - 8d NAILS EACH MEMBER PER BLOCKING NAILING SCHEDULE BLOCKED DIAPHRAGM) DETAIL ED 10d RING S K 4" O/ 2"x4" CONT. LATERAL WOOD BRACING FIELD NAILING 10d RING SHANK 6" 0/ NAILED TO BOTTOM CHORD MAXIMUM BOUNDRY NAILING 10d RING SHANK @ 4" 0! 10'-0" SPACING AND AS REQUIRED I; BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND BOND BEAM OR TRUSS LAYOUT FOR LOCATION) WOOD FASCIA (SEE TIE BEAM (SEE 4#5's 1/16" SPACE AT TYP. WALL SECTION) TYP. WALL SECTION) BOTTOM CHORD PANEL ENDS w/ (2) 16d TO EACH TRUSS END ROOF SHEATHING ATTACHMENT OFPRE- ENGINEERED 2#5' OVERLAP @SPLICES WOOD TRUSSES Y 1 DETAIL 2 ROOF TRUSS BOTTOM CHORD BRACING 2 # Fs 3 SECTION SCALE: N.T.S. S2 SCALE:3/16"=1' S2 3" 1' SZ SCALE: 3/40, = 1' e U=50 LOADING THIS LEVEL .�-- ----- .!-- ----- ---� ---- ----. - ..-- ----.- ---- -...� �- ROOF 155 PSF) •7 a < - • .. - ---- -~-- -- 'i--- DEAD (35 PSF) PLYWOOD = 2 PSF 1' ' 1 ~ 102 CL TRUSSES = 7 PSF 1 1 do INSULATION = 1 PSF DUCTWORK = 4 PSF 1. 1 1 1 ROOFING = 19 CEILINGS = 2 PSF 1 ;.1 LIVE (20 PSF) CONSTRUCTION = 20 PSF 1 1Lli T 1 1 m PANEL POINTS 200 LBS LIVE = 90 - G T.O.B. 1 °I \ _ LOAD DISTRIBUTION TO CHORDS: m +9'_4' g i W i o = 5 ``` %% % DEAD (35 PSF) TOP CHORD = 28 PSF rn - 0 j • j `� ° m� \ BOTTOM CHORD = 7 PSF + 1 " 1 C812 C821 m `V ` ii ` \ i / W W ( W W ryW/ V 1-�1 Fr1 Ln N QUO I LIVE (20 PSF) TOP CHORD = 20 PSF --- --- -ter- - _ _ 3�-� - - - Fm --- - - -- BOTTOM CHORD =PANEL POINT LOAD � _ --- -_ _�-�-B m C8 4 = D+B + =436 U= g =g 1 1 = DO Q Bil° S4 —LINE RE ES NTS W OD TRU S 2X4 � LU N Ll --� --- -- BOT OM C D BRA ING SP ED O --- -- �.�`` M @ 10'-0 SEED AIL 2/S m rn h P L---- 28 ,-- az 6'� U 1 1 U=7 0 ---- ----- ----- --- - ----- -----'' o Q d ~ O a a l l J F Z m ' \\ w - \\ ii iT W a. / U 1 •1 i `\ i F. 1 1 1 1 \ N o 1 CRICKET Y GIC. mW 1 NUN 1 - IL m 1 � I i TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS A + B 2nd CONNECTOR ID TRUSS GROUP MARK IF NEEDED FOR REQUIRED STRAP TRUSS UPLIFT OR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD LBS NAILING MARK CONNECTOR PRODUCT APPROVAL REMARKS UPLIFT (Pup)/ PERP. TO TRUSS PARALLEL TO TRUSS TRUSS/RAFTER! SEAT PLATE/TRUSS NUMBER GRAVITY (FL/RF) CAPACITY F1 CAPACITY F2 HEADER HETA16 FL11473.3 1510 415 1100 (9)10d x 1-1/2" NAILS - - QD FGTR FL11473 5000 - 8-SO81/4 x3" (PER ANCHOR) - 2.1/2X5 TITEN HD (CONNECTION TO GROUTED WALL PER ANCHOR ® MGT FL11470 2970 (1) 5/8 x 1/2' EMBED EPDXY 22-100 ' NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SP. PINE TIMBER, 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH R 0 0 0 © Simpson Strong -Tie HETA Simpson Strong- DOUBLE FGTR ® Simpson Strong -Tie MGT BEAM SCHEDULE *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES, WIDTHCOORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. I--y FOR ARCHED BEAMS ADD 2 # 5'S DIAGONAL EACH k. O END OF THE SEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. - 1 EVATI-N *SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, NGWAFY THIS OFFICE IF ACTUAL BEAM EXCEEDS SCHEDULED DEPTH BY 6" OR MORE. *TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH (1) #7 LONGITUDINAL CONTINUOUS IN EACH COURSE. r TOP REINF. LAPS TO BE 42". USE (2) #7x42"x42" CORNER BARS AT EVERY CORNER, T4NTERSECTION OR VERTICAL TRANSITION. MID REINF. *FOR 12" AND 16" WIDE T'IE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) 1115 BOT REF. *"PCL'• NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 06-0222.01 BETWEEN *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. ROWS *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED. SECTION REINFORCEMENT TIES CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZ END SPACING BALANCP REMARKS PCL 8 8 _ - 1 # 5 - PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL BB 8 16 FRAMING PLANS 1# 7 1# 7 B101 12 19 +1V-1" 3#5 - 3#5 #3 24" B102 12 16 +9'-4" 3 # 5 2 # 5 3 # 5 # 3 24" B103 8 14 +9'-4" 2 # 5 2 # 5 #3 12) # 3 @ 5" O/C 24" B 104 12 16 +9'-4' 3 # 5 3 # 5 it 3 24" B105 8 35 +11-1 2#5 2LAYERSOF2#5 2#5 1 43 24" B106 SEE DETAIL. 3/S2 B 107 12 24 +g'-4" 3 # 5 1 3 # 5 1 #31 1 24" 0 U n�i � I CDD t• J O W� 1 J 1 I 1 1 L_ � 'r) SEI DETAIL S2 FOR PL OOD N LING P TTERN AN SPECIFI ATION O Z� i >O O W I I 1 1 - 24" RO M SH FO RE-ENG F TRUS SPACIN P DRAW GOVER EERE S@ 24 .SEE A GS ING LAB O R 1 r 1 IL m H W I m O U I I u w v I I ---- ---- ----- -- - J I µ_•� 0 1 1 I W 1- wO@ 1 I Lu t7 xi J I 1 I cc N II I I Vz1 2 ° E SEE DETAIL 1/S2 FOR PLYWOOD NAILING PATTEI 1 1 24" PRE-ENGINEERED WOO ROOF TRUSSES @ 24" O/C SHOP DRAWINGS FOR GOVERNING LAYOUT. i D+B - U ` LU n MUETAILI \ 111" ' I % I X / \ / \ CONCRETE BEAM PER =1120 FRAMING PLANS (REINF. NOT PCL B i `.\ ; `� ; ` SHOWN FOR CLARITY). BEAM Job ---B1 -- ` D+ POURED MONOLITHIC WITH Z #rJ No. 13U6083 ' C812 -»- ----- ----- - COLUMN. ..- Y - io ro 6 Y I I I C8 O_ ATTIC ACCESS SEE ARiCH o m PLANS FOR LOCATON 2 1 y zz 1 n m m ;; m N FL-00IR05 FIRM AA003379 m / `\`\ i `� `\ T', ,gI f / 8106 0 PCL — / ---- -- - T REPR#7 ALL IDEAS. ESENTED BY THIS DRAWING ARE `\ `\ % ` J 1 1 L PLANS W EOWN HY, SR THE PROPERTY OF THIS OFFICE. 6 -„- -- -- " _ _ _ _ = WERE CREATED, EVOLVED, N DEVELOPED FOR USE `\ / `` % - ° --- -- -- Ur ON, 6 IN CONNECTION WITH THE SPECIFIED PROJECT. T + ' ' ^ mfy NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR 1 1 + - a PSCHEDIN-_�`#3 TIES N I Lp F N PERSD SHALL HE USEDHR,TOR DISCLOSED TO ANY 1 --- ----- --- --- ---- --�- -- - - SEE COL z, T ^b WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF -19 - m SEE COL SCHED. SECTION CUT SCHED. M ,,hh b RANDALL E. STUFFY, ARCHITECTS, P.A. WRITTEN / 1 4' DIMENSIONS ON THESE DRAWINGS SHALL HAVE M Q Y PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS U=1 30 W SHALL VERIFY 6 HE RESPONSIBLE FOR ALL DIMENSIONS 6 CONDITIONS ON THE JOB, 6 THIS ZB m OFFICE MOIST HE NOTIFIED OF ANY VARIATIONS FROM +9'-4° THE ➢IMENSHINS AND CON➢ITIONS SHOWN HY THESE J m U=S00 Q Y DRAWINGS SHOP DETAILS OF ADEQUATE SCALE MUST m m #3 8E SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO T.O.B. + ..{1yyam'` NOTED -201e. ALL RIGHTS RESERVED RANDALL S2 +11'-1 #6 SMFFT ARCHITECTS PA. ACI STD. HOOK I i — 8107 ALIGNED W/ a T-i l - -s-� -- -- ?--- 'a--- --�- --- FOOTING ^- _4 BOTTOM REINF. m �b m m v It O Y W m 94" = ROOF FRAMING PLAN K CONC. COL. 5 C1 STANDARD HOOKS �. r 4 ANCHORAGE. o' r a' a SEE FOUwPATION _ S2 q"=1' PLAN F'OF� FOOTING TYPE ELEVATION O ^ /� SCALE: 1 /2" = 1' (GRADE OEAM, MONOLITHIC S2 SCALE: 1 /2' - 1' OR STEMWALL).